Template:Environmental design of embankments and erosion protection
Revision as of 10:18, 28 October 2019 by Maintenance script (talk | contribs) (Making templates for classification tables)
Classification | Selection |
---|---|
Fish species for the measure | All |
Does the measure require loss of power production | - |
- | |
Structural (requires no additional flow release) | |
Recurrence of maintenance | Less often than yearly |
Which life-stage of fish is measure aimed at | Spawning / Recruitment |
Juvenile habitat (0+) | |
Juvenile habitat (1+) | |
Juvenile habitat (older than 1+) | |
Adult fish | |
Movements of migration of fish | |
Which physical parameter is mitigated | - |
- | |
- | |
Substrate and hyporheic zone | |
- | |
- | |
Water velocity | |
Water depth | |
Hydropower type the measure is suitable for | Plant in dam |
Plant with bypass section | |
Dam height (m) the measure is suitable for | All |
Section in the regulated system measure is designed for | - |
- | |
Bypass section | |
Downstream outlet | |
River type implemented | Steep gradient (up to 0.4 %) |
Fairly steep with rocks, boulders (from 0.4 to 0.05 %) | |
Slow flowing, lowland, sandy (less than 0.05 %) | |
Level of certainty in effect | Moderately certain |
Technology readiness level | TRL 9: actual system proven in operational environment |